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ANSYS經典實例匯集.part1.rar
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ANSYS經典實例匯集.part2.rar
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ANSYS經典實例匯集.part2(1).rar
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ANSYS經典實例匯集.part2(2).rar
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1.ANSYS SOLID65 環向布置鋼筋的例子.............................................................................4 , L* E. X: w- G6 K Z8 e% q( f1 b
2.混凝土非線性計算實例(1)- MISO 單壓........................................................................6
* _, L; l8 C. s2 s3 |3.混凝土非線性計算實例(2)- MISO 約束壓....................................................................7
/ ?$ z/ x3 H2 i3 _0 p" Z9 i4.混凝土非線性計算實例(3)- KINH 滯回......................................................................10 0 L+ c( n& y4 S
5.混凝土非線性計算實例(4)- KINH 壓-拉裂................................................................12
# ~7 k" I3 P; S( ?6.混凝土非線性計算實例(5)...........................................................................................13 : M" M5 m2 D, K; v \$ c
7.混凝土非線性計算實例(6)...........................................................................................15
* L0 P4 h4 \4 H8 u, c, m8.混凝土非線性計算實例(7)- MISO 滯回......................................................................17 ' V; l/ k& S' G: g4 _5 G9 g
9.混凝土非線性計算實例(8)...........................................................................................19 ) i5 }, I1 T3 P8 n4 M
10.混凝土非線性計算實例(9)-梁平面應力...................................................................21
4 w9 ]/ ]; S3 A0 F) Q11.四層彈簧-質點模型的地震分析...................................................................................23 * J1 E% R6 g1 i% h0 A: I- R
12.懸臂梁地震分析...............................................................................................................49
: Z s+ c/ Y8 {: u& x13.用 beam 54 單元描述變截面梁的例子...........................................................................73
4 E0 f7 r8 i9 n/ n, Y; {, \; w14.變截面梁實例...................................................................................................................74 a0 |- r. b, j h; d! b
15.拱橋澆筑過程分析-單元生死應用實例..........................................................................75 9 H6 [8 ?: _+ f" }7 q8 R' i
16.簡支梁實體與預應力鋼筋分析實例................................................................................76 0 ^9 o+ V0 m1 X% @- E
17. 簡單的二維焊接分析-單元生死實例.........................................................................78
' B0 D. g1 v# T18.隧道開挖(三維)的命令流............................................................................................85 ( ^5 G% M7 z+ d, z+ K
19.巖土接觸分析實例..........................................................................................................102 & N8 T3 ^6 M1 k- I! o" Q; R& q: d+ G
20.鋼筋混凝土管的動力響應特性分析實例......................................................................110
+ P. V1 q; H/ H8 d21.隧道模擬開挖命令流(入門)......................................................................................117
' F. b: N2 B* r; ^* x4 u' o6 @22.螺栓連接的模擬實現問題..............................................................................................120 ; K4 p* E1 J' z% n# u& C
23.道路的基層、墊層模量與應力之間的關系..................................................................130 ! W4 B4 r; F G& V5 }
23.滯回分析..........................................................................................................................152 ' x0 e% [: }% v" L! V( ~' [
24.模擬某樓層澆注.............................................................................................................154 # @* R) v; v( y( w3 f7 G+ s) k
25.在面上施加移動的面力.................................................................................................156 8 D' h3 O* s9 Q0 f+ y
27.在任意面施加任意方向任意變化的壓力.....................................................................160 " J3 Z X7 ^( x5 O$ S" h9 g
28.預緊分析.........................................................................................................................161 ) n* W* W) |: |3 |! R" h
29.幾何非線性+塑性+接觸+蠕變....................................................................................163 8 Y7 z/ m6 n( E% P" n5 q4 ^" }! s
30.埋設在地下的排水管道.................................................................................................168 1 O1 _9 G7 z: U1 c) Y1 ~
32.幕墻企業玻璃簡化計算.................................................................................................173
! _8 y% U+ P) a0 }33.等截面桿單元生死應用實例.........................................................................................189 + m: ~9 M f7 [" o$ i: b1 M
34.梁板建模聯系.................................................................................................................190 8 B. t8 i& D! K+ \' c
36.簡單的例子-如何對結構的振動控制分析.................................................................193
: V4 _4 M( X- d6 Z# V, k4 `37.模態分析結果的輸出實例.............................................................................................195 / [! q0 ^1 k8 f8 n& ^
38.火車過橋動態加載實例(部分).................................................................................197 " w& c: L3 Z% u3 X" Q+ p- V! G5 y
39.懸索結構的找形和計算的例題.....................................................................................214 ' Y+ i" r0 E, ?' M' h5 m' r
40.陶瓷桿撞擊鋁板的例子.................................................................................................219
0 N; O! O' g4 Y! \/ _0 Q# ?41.求反作用力的APDL 命令法........................................................................................222
2 F3 [# W# e3 r2 c* q3 \# K: P42.LS-DYNA 實例(部分)..............................................................................................223
- w3 F- W) ]' _8 K# U Y" Z% U% n43.路面分層填筑對路基的影響.........................................................................................224 7 q- K. v0 a/ @" B+ q0 w
44.一個例子(含地震影響,求振興與頻率).................................................................228
8 e: s# _) r" s4 K9 k- f$ H45.接觸面上的壓力總和.....................................................................................................232
5 t& v& z. x6 |) h/ _ m0 z p46.施加位置函數荷載.........................................................................................................236
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47.非線性分析考慮剛度退化.............................................................................................237 # S1 h' I1 |5 O* a. q( j2 t9 d
48.一個圓形水池的靜力分析.............................................................................................238 2 D) _; S, [ E! L: ^+ A* H
49.ANSYS 中混凝土模式預應力模擬的算例......................................................................239 - p, g) ^# M1 S- S. o
50.懸臂梁受重力作用發生大變形求其固有頻率.............................................................241 : N l- _0 _; B
51.循環對稱結構模態分析.................................................................................................243
+ c6 `/ Q o+ @' e# n. r52.三角平臺受諧波載荷作用的結構響應.........................................................................245 2 M8 a2 c# I2 G
53.三角平臺受一地震譜激勵的應力分布和支反力.........................................................247
2 y3 L4 G: F7 n' y' `6 s54.三角平臺受時程載荷作用的應力分布和變形過程.....................................................249 9 d0 F% ^6 x- P9 o, n4 k7 q: `
55.經典層合板理論.............................................................................................................251 # K4 a! o! [# K' m0 F" m2 X6 g' e
56.定易圓軌跡的例子.......................................................................................................258 8 u1 ]7 M- q8 D: u+ t
57.模擬門式剛架施工-單元生死...................................................................................258
$ p; a2 a5 \: \; y2 P58.鋼筋混凝土整體式模型例子.......................................................................................261
5 ^# }" p6 T6 i$ `5 m D59.在荷載步之間改變材料屬性例子...............................................................................263 ' g% f4 H( y3 u* n
60.含預應力的特征值屈曲計算.......................................................................................264 & r+ T( @% M: n
61.振型疊加計算及工況組合例子...................................................................................266 3 f: F6 O0 y' O# M8 _8 i
62.柱子穩定分析算(預應力,特征值屈曲,初始缺陷)...........................................269 % v. S% q- M. q: R/ d
63. module MConcrete !混凝土模板 ............................................................................272
% M' I% X; E! X; ?3 d64.混凝土開裂實例.............................................................................................................280
8 D) h$ S# B4 g, W, N4 u65.螺栓網格劃分...............................................................................................................281 1 F. w' k7 R1 A( e& B, ~
66.自由液面的土石壩平面滲流分析...............................................................................282
/ B+ k: T+ W: o; e6 X. }2 b2 A5 V/ {67.導出剛度矩陣...............................................................................................................286
4 r! D4 g8 u1 i z! ~6 g& h68.某混凝土拱壩工程施工期及運行期溫度場仿真分析...............................................287
) X5 s k4 Q1 l69.移動溫度荷載計算.......................................................................................................294
; ]$ |" j' B+ r$ u W" b7 r70.SHSD 用于殼-實體裝配實例An .................................................................................296 % [/ e! U3 F6 w. r8 y1 Z' }' E
71.ansys 顯示-隱式-回彈分析實例.........................................................................300
" Y& G4 U6 L* S7 Y( W9 _' v72.工況組合的經典例子...................................................................................................315 |
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